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� bC1� J � APPLICATION WILL NOT BE ACCEPTED IF INC�7MPLETE OR UNSIf=N�°� �' '� �� � Project#. i� 1__ ��'���. �� � � Building Permit#: . �- Sprinkler Permit#: _ - �� � 1'��WNOFYAIL� � TOWN OF VAIL FIRE SPRINKLER PERMIT APPLICATION Fire Sprinkler shop drawings are required at time of permit submittal and 75 S. Frontage Rd. must include the following. Permit application will not be accepted Vail, Colorado 816�7 wit out this information: A Colorado Registered �ngineer`s stamp or N.I.C.�.T. Level III (min) stamp. ,�i Equipment cut sheets of materials. � Hydraulic calculations. �t A State of Co{orado Plan Re�istratior�f�arm. Plans must be submitted by a F�e�istereci Fire Protection �Can�r�ctc�r. CON'�'RACTOR INFORMATION f r?:Sprinkler Contractor: Town of Vail Reg. No.: Contact and Phone #'s: � F��� � f�,��`���i�,.� �� 1`7�� /`�. .� � �;�. ��� E Ml��il Addr�ss: — - - - - , __ r ' � ° ` .'' J �. �Contr��ctor Signature: �--- '�' ,:.� ,, ,����`� � v . r ,,.�� .�`�j _-.. �-- � ��` ;, - , ,�-S , � ? � COMPI.�TE VALUATIONS FOR AV4�M PERM�'i' (L�a1Ya►r-�I�Yateriats)''��--,��� .. 7 �l t t..� C i�..t� ..,.. � . .�. Fire Sprinkler: $ � J ,;1�� �� � ��a�� - �- Conta�t Ea /e Coun Assessors O�ce at 970-328-8640 or visit www,ea lecoun ,us for Parcel# Parcel # L J D U U U Z Job Name: v���. L��(,� ��y� Job Address: d2pp UR-iL RD_ Legai �escription Lot: Block: Filing: Subdivision: Owners Name:�` � Address: �U�, �/�� 2a/ Phone: � LG��6 u� Engineer: Add� ' ��=° Phone: ,'��'�� �. M�itio� � ,w��,A w�� .�,�,� � ,�'o� ��t� - �3 Z� Detailed Location of work: i.e., floor, unit#, bldg. #) L— a;/Y�L Zli✓Lo !'lLr� .-s�,L�P,Y� c.��� u., @ 4t�Jw��,� Lc.6f�r� ' [v�.�s y("Lrns / rV / Detailed description of work: A N�w � „I�� �? ��-,�yr� - �U���� s�v'''� ;��s "`� "^'r'?'-x ` � - ��r.�_,'1.�?„INr.I.Ei� ri�kl�S Il� y c`��/ PNGI >���/„� YtS�Ir� Z�I�-r� F'Iv5 / �`IG✓A�� Lulil�Ir, s �� ���,� Work Class: New( ) Addition ( ) Remode Repair Retro-fit( ) Other( '�'� `"'`~ `� �� � Type of Bldg.: Single-famify( ) Two-family (�Multi-family Commercial ( ) Restaurant( ) Other( ) No. of Existing Dwelling Units in this building: ��3 No. of Accommodation Units in this building: f �z � _J Does a Fire Alarm �cist: Yes No O Does a Fire Sprinkler System Exist: Yes�� No O ******************************�********FOR OFFI�E USE F3t�i�.Y*********�***,�*,�***x*xxx************* �f�'��.. ; �' v� �ate��v�d:� _� ��ut�l�:1f���/;F��rrnt��ee, _ _ �ie�.��►��e! By ��al�,��.C'�;QUI _ ,: '—_� I�P — , .i_. .FV` —___ _ st � . F:\cdev\FORMS\PERMITS\Flre\sprinkler�erm_12-5-�S.DOC � 12/05J2005 � SCHMUESER GORDON MEYER ` ' '•`«"' ''>"''' r=,�'Fi cR�r;rF� s�mt . I 18 W 6TF1. SUITE 200 P.O. 90X 2185 P.O. 60X 3088 E N G I N E � R S S U R V E Y O R S GIENWOOD SPRINGS. GO 8 1601 A3pEN, CO 6 i 6 i 2 crxESr[�aunc.co B I 224 97p-945-1004 970-923-6727 976349-5388 FX: 970948-6948 FX: 970-92S-A157 Fx:97p-34�53JB ��������� rl����1� �]ATE: I�Ct�i 11, 2i}Q6 '��Y: Jer��ty F�r�a#, F�re wa�tec#Fan, inc. A�lilce I!4'�e+e, V�i➢ Fire 13��artrnent FR�M: �had i'�ut:�c�n, S�GIM �/, ��- , �� N'c�er Syslem ll�i�g--206► Yuil R+rr� �'a� C'±f)' As �sded,�+�re have used�te Vai!Water AAode!to es�timate se�v�icaa c�r�cfitbr�s at 200 VaH Road. The tollowi�tg are the model resufGs. • Under Max�ay a�nd�ns(i.e. summer�), tl� mc�del inda�at�s�static pnessure of 132-psi. • At a raminal fine sprinkler fbw of 750 GPM, the residual pressure is 127-psl. • Wl�en a fir�e fbw of 2700 GPM is mocieled(as flaw tested),the residual pr�s�,,re drops to 91-psi. TF�s�S a rea�stic fbw that could be abserv�d in this ar�ea�. I hope this infa��he#ps. if I can be ot�y further��starxae, p�e�e caN. �AP �c: f� 11:12d0212�D02-�691011�(M18 I�ngir�eerirfg Servicestm 101108 FF at 200 Yail Road.d�c � �,� � � � �I����' � �. :� � .�a =��� �,'�• _ "._- `' �. , , t=-' - - . Fire Prut��ion by Cc►mputer IGesa�n .�t;;,^,.. ';r -c FIRE PROTECTION INC. ,,�`� �;;; 4981 E. 39TH AVE. �-' N,t,C,�.; ' DENVER, CO 80207 ;�-; 7� �F, 303-399-136fi -� � ���� .� � � '�� •�' Job Name : VAIL LODGI=TOWER Building : SOUTH LODGE A�'VAIL Location : 200 VAIL RD. VAIL, COLORADO System : REMOTE AREA 1 Contract : M-06-022 Data File : Vail Lodge Tower 1 R.wxf FIRE PROTECTION INC. Page 1 VAIL LODGE TOWER Date 083108 Hydraulic Desiqn Information Sheet �....,��:��...�,.,.�.�....� . ����..�..��. Name - VAIL LODGE TOWER Date - 08-31-06 Location - 200 VAIL RD. VAIL, COLORADO Building - SOUTH LODGE AT VAIL System No. - REMOTE AREA 1 Contractor - HXDER CONSTRUCTION Contract No. - M-06-022 Calculated By - HUE PHAN Drawing No. - FP-2 of 2 Construction: (X) Combustible ( ) Non-Combustible Ceil.inq Height - 10'-0" Occupancy - ORDINARY HAZARD S (X} NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. (X) 1 { ) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 901 ^' System Type Sprinkler Nozzle Density - 0.15 (X) Wet Make VIKING D Area Per Sprinkler - 99 ( ) Dry Model E Elevation at Highest Outile� - 10'-0" ( ) Deluge Size 1/2 S Hose Allowance - Inside - 100 ( ) Preaction K-Factor 4.2 I Rack Sprinkler Allowance - ( ) Other Temp.Rat.155 G Hose Allowance - Outside - 150 N Note Calculation Flow Required - 387 .30 Press Required - 83.604 Summary C-Factor Used: 120 Overhead 140 Underqround W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Tes� - 10-11-06 Cap. - T Time of Test - Rated Cap.- Elev.- E Static Press - 118.8 @ Press - R Residual Press - 81.9 Elev. - Well F1ow - 2930 Proof Flow S Elevation - U P Location - USED WATER SYSTEM MODEL FOR 200 VAIL ROAD, VAIL COLORADO P L Source of Information - SCHMIJESER CORDON MEYER X ORIGINAL TEST REDUCED BY 10$ FOR 5AFETY MARGIN C Commodity Class Location O Storage Ht. Area Aisle W. M 5torage Method: Solid Piled $ Palletized $ Rack M ( ) Single Row ( ) Canven. Pallet ( ) Auto. Storage ( ) Encap. �� S R ( ) Double Row ( ) S1ave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult. Row ( ) Open Shelf O C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: YYGICI OU�,Jf.Jly liUl YC �li) FiRE PROTECTION INC. Page 2 VAIL LODGE TOWER Date G83106 City Water Supply: Demand: C1 - Static Pressure : 118.8 D1 - Elevation : 4.331 C2- Residual Pressure: 81.9 D2- System Flow : 287.299 C2- Residual Flow : 2430 D2- System Pressure : 83.604 Fiose (Adj City) : Hose (Demand } : 250 D3- System Demand : 537.299 Safety Margin : �2.934 150 140 130 C1 P 120 R 110 E 100 S 9Q C2 S 80 D3 � 70 R 60 E 50 40 30 20 10 300 600 90Q 1200 15QQ 1800 2100 2400 2700 FLOW(N ^ 1.85) Computer Proarams bv Hvdratec Inc. Route 111 Windham tJ.H. USA 03087 r i�uiiy� vaau vuiii�;iaiy FIRE PROTECTION INC. Page 3 VAIL LODGE TOWER Date 0831d6 Fitting Legend Abbrev. Name '/z '/s 1 1 Ya 1'!: 2 2'/: 3 3%z 4 5 6 8 10 12 14 16 18 20 24 E 90'Standard Elbow 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G Generic Gate Valve 0 0 0 0 _ 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 V 90'Efl Flrebck#001 0 0 0 0 0 3.5 4.3 5 0 6.8 8.5 1 Q 13 0 0 0 0 0 0 0 Comouter Proarams bv Hvdratec 1nc. Route 111 Windham N.H. USA 03087 Pressure/ Flow Sumrriary - STANDARD FIRE PROTECTION INC. Page 4 VAIL LODGE TOWER Date 083106 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. D001 12.0 5.6 12.13 na 19.5 0.15 130 7.0 D002 12.0 5.6 12.13 na 19.5 0.15 130 7.0 D043 12.0 4.2 12.5 na 14.85 0.15 99 7.0 134 10.0 K=K Q EQ01 13.72 na 20.39 135 10.0 K=K�EQ02 15.71 na 21.5 132 10.0 K=K�EQ01 14.07 na 20.65 133 10.0 K=K.�Fi EQ02 16.11 na 21.77 136 12.0 19.98 na 128 12.0 13.68 na 129 12.0 13.29 na 130 10.0 4.2 13.2 na 15.26 0.15 99 7.0 128 10.0 4.2 12.54 na 14.87 0.15 99 7.0 125 10.0 4.2 12.6 na 14.91 0.15 99 7.0 124 10.0 4.2 12.54 na 14.87 0.15 99 7.0 123 10.0 4.2 12.75 na 15.0 0.15 99 7.0 122 10.0 4.2 12.69 na 14.96 0.15 99 7,0 120 12.0 25.27 na 121 12.0 25.3 na 105 12.0 24.09 na 509 12.0 24.96 na 114 12.0 24.91 na 115 10.0 K=K�EQ02 25.92 rra 27.62 507 10.0 26.38 na 118 10.0 K=K�EQ02 26.38 na 27.86 117 10.0 K=K�EQ02 26.42 na 27.88 505 12.0 33.55 na 155 12.0 35.34 na 157 12.0 35.99 na 158 12.0 36.65 na 161 12.0 37.3 na 500 12.0 37.79 na 503 12.0 37.68 na 118 12.0 36.9 na 148 12.0 37.0 na 119 12.0 37.16 na 502 12.0 37.n rra 501 12.0 38.8 na 504 12.0 34.73 na 508 12.0 27.62 na 508 12.0 25.61 na 100 10.0 a.2 12.5 na 14.85 0.15 99 7.0 101 12.0 12.18 na 102 10.0 K=K@ EQ03 13.03 na 14.9 103 12.0 12.17 rra 104 12.0 12.33 na 108 12.0 24.53 ne 107 12.0 25.93 rra 108 12.0 42.27 na 113 12.0 44.3 na 109 12.0 50.53 na 110 12.0 51.41 na 111 12.0 53.01 na STP O.Q 60.05 na 70R 0.0 62.06 na BOR 0.0 62.15 na BF 0.0 72.27 na UG 0.0 82.89 na 100.0 7EST 0.0 83.6 na 150.0 The maximum velocity is 18.41 and it occurs in the pipe betwe+�n na�es 5fld and 108 Final C�aiculations - Hazen-Williams FIRE PROTECTION INC. Page 5 VAIL LODGE TOWER Date 083108 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ""'***** Notes """**" Point Qt Pf/Ft Eqv. Ln. Total Pf Pn D001 19.50 1.049 1 E 1.427 1.000 12.125 K Factor= 5.60 to 100 0.0 1.427 0.0 EQ01 19.5 0.1�43 0.0 2.427 0.423 Vel = 7.24 0.0 -- - z�- _ -- 19.50 12.548 K Factor= 5.50 D002 19.50 1.0+49 1 T' 3.56i� 1.000 12.125 K Factor= 5.60 to 1 d0 0.0 3.568 0.0 �Q02 19.5 0.1740 �.0 4.568 0.795 Vel = 7.24 0.0 19.50 12.920 K Factor= 5.a3 D003 14.85 1.09 1T 6.Q26 1.000 12.501 K f actor= �.20 to 120 0.0 8.028 0.0 EQ03 14.85 0.0623 0.0 7.026 0.438 Vel �� 5.11 0.0 14.85 12.939 K Factor= 4.13 134 20.39 1.049 0.0 10.500 13.721 K Factor� node E�Q01 to 100 0.0 0.0 0.0 135 20.39 0.1890 0.0 10.500 1.984 Vel = 7.57 135 21.50 1.049 1T 3.588 10.500 15.705 K Factor(� node EQ02 to 100 0.0 3.568 -0.866 114 41.89 0.7160 0.0 14.068 10.072 Vel = 15.55 0.0 41.89 24.911 K Factor= 8.39 132 20.65 1.049 0.0 10.500 14.074 K Factor� node E401 to 100 0.0 0.0 0.0 133 20.65 0.1935 0.0 10.500 2.032 Vel = 7.67 133 21.77 1.049 1 T 3.568 10.500 16.1 d6 K Faetor� node EQ02 to 100 0.0 3.568 0.0 117 42.42 0.7329 0.0 14.068 10.310 Vel = 15.75 0.0 42.42 26.416 K Factor= 8.25 138 54.85 �1!'.25 ^ � 2� 7.415 75.410 19.976 to 120 1 T 7.015 14.030 0.0 118 54.�5 U.1892 0.0 89.440 16.925 Vel = 11.03 0.0 54.85 36.901 K Facto�= 9.03 136 -54.85 1.655 �7 18.29� 50.620 19.976 to 120 O.0 18.299 0.0 128 -54.85 -0.0913 0.0 68.919 -8.293 V�I = 8.18 128 0.0 1.655 0.0 4.330 13.683 to 120 0.0 0.0 0.0 129 -54.85 -0.0912 0.0 4.330 -0.395 Vel = g.1� 129 O.A 1.855 11E 4.575 5.870 13.288 ` to 120 0.0 4.575 0.866 130 -�4.�5 -0.0913 0.0 10.445 ••0.954 uel � �.18 __- - - - -- _- 130 1�26 1.655 0,0 3.120 13.200 K ���ctor= 4.20 to 120 0.0 0.0 -0.866 101 -39.59 -0.0500 0.0 3.120 �U.156 Vel = 5.90 Final C�Iculations - Standard FIRE PROTECTION INC. Page 6 VAIL LODGE TOWER Date 083108 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv **"`*""* Notes "*""*1` Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 _ - -39.59 12.178 K Factor=-11.34 128 14.87 1.09 1 T 6.Q26 2.000 12.543 K Factor=4.20 to 120 0.0 6.026 -0.866 101 14.87 0.0624 0.0 8.026 0.501 Vel= 5.11 -- - - --- _ O.Q 14.87 12.178 K�actor= 4.26 125 14.91 1.09 1T 6.026 1.000 12.596 K Factor=4.20 to 120 0.0 6.026 -0.866 103 14.91 0.0626 0.0 7.026 0.��40 Vel P 5.13 0.0 ---- ------ 14.91 12.170 K Factor w 4.27 1�4 14.87 1.09 1'� 6.0�� 2.000 12.538 K��actor= 4.20 to 120 0.0 6.026 -0.866 103 14.87 0.0823 0.0 $.026 0.500 Vel = 5.11 0.0 14.87 12.170 K Factor= 4.26 123 15.00 1.09 1T 6.026 1.000 12.755 K Factor= 4.20 to 120 0.0 6.026 -0.866 104 15.0 0.0633 0.0 7.026 0.445 Vel = 5.16 0.0 15.00 12.334 K Factor= 4.27 122 14.98 1.09 1 T 6.026 2.000 12.694 K Factor= 4.20 to 120 0.0 6.026 -0.866 104 14.96 O.dfi30 0.0 8.026 0.506 Vel = 5.14 0.0 14.96 12.334 K Fador= 4.26 120 8.39 2.087 27 14.274 8.910 25.268 to 100 0.0 14.274 0.0 12't 8.39 0.0013 0.0 23.184 0.031 Vel = 0.80 121 OA 1.38 3E 6.423 51.120 25.299 to 100 2T 8.584 14.987 0.0 107 8.39 0.0088 0.0 66.107 0.635 Vel = 1.80 0.0 8.39 25.934 K Factor� 1.�5 �(t� 32.82 1.61 0.0 15.333 24.08� to 100 0.0 0.0 0.0 509 32.82 d.0566 0.0 15.333 0.868 Vel = 5.17 509 -37.75 1.61 0.0 26.187 24.955 to 100 0.0 0.0 0.0 114 -4.93 -O.Q017 0.0 26.1fi7 -0.044 Vel = 0.78 114 41.89 1.61 0.0 2.000 2�4.911 to 1 QA 0.0 0.0 0.868 115 36.96 0.0705 0.0 2.000 0.141 Vel = 5.82 115 ;�7.82 1.61 0.0 2.333 25.918 K Factor� node '�t'�172 to 100 0.0 0.0 0.0 507 l3�.58 0.1980 0.0 2.333 0.�6�' Vel = 10.18 Final C�Iculations - Standard FIRE PROTECTION INC. Page 7 VAIL LODGE TOWER Date 083106 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv �`***** Notes ''"***" Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 507 -70.93 1.61 0.0 5.670 28.380 to 100 0.0 0.0 0.0 116 -6.35 -0.0028 0.0 5.870 -0.016 Vel = 1.00 116 27.86 1.61 0.0 2.000 26.364 K Fador� node �Q02 to 100 0.0 0.0 0.0 117 21.51 0.0260 0.0 2.000 0.052 Vel = 3.39 117 70.30 1.61 0.0 21.083 26.418 K Factor(� node Et�42 to 100 0.0 0.0 -0.866 505 91.81 0.37Sxi 0.0 21.083 8.002 Vel = 14.47 505 -51.85 1.61 �J.O 22.000 33.552 to 100 0.0 0.0 0.0 155 39.98 0.0815 0.0 22.00d 1.792 Vel= 6.30 155 0.0 1.61 0.0 8.000 35.344 to 100 0.0 0.0 0.0 157 39.96 0.0814 0.0 8.000 0.651 Vel= 6.30 157 0.0 1.61 0.0 8.000 35.995 to 100 0.0 0.0 0.0 158 39.95 0.0814 0.0 8.000 0.651 Vel = 6.30 158 0.0 1.61 0.0 8.000 36.646 to 100 0.0 0.0 0.0 181 39.96 0.0815 0.0 8.000 0.652 Vel = 6.30 161 0.0 1.61 0.0 6.0$3 37.298 to 100 0.0 0.0 0.0 500 39.96 0.0814 0.0 6.083 0.495 Vel = 8.30 500 -47.52 1.61 0.0 31.000 37.793 to 100 0.0 0.0 0.0 503 -7.56 -0.0037 0.0 31.000 -0.115 Vel � 1.19 503 -13.45 1.61 0.0 31.333 37.678 to 100 0.0 0.0 O.Q 'f 48 -21.01 -0.0248 � 0.0 31.333 -0.777 Vel = 3.31 118 54.85 2.067 ~F 0.0 5.580 36.901 to 100 0.0 0.0 0.0 146 33.84 0.0177 0.0 5.580 0.099 Vel = 3.24 �- -r---- ---. �46 0.0 2.067 1 T 7.137 1.750 37.000 to 100 0.0 7.137 0.0 �19 33.84 0.0177 0.0 8.887 0.15� Vel � 3.24 119 0.0 2.0B7 1 E 3.568 31.250 37.157 ta 100 0.0 3.568 0.0 502 33.84 0.0177 0.0 34.818 p.618 Vel = 3.24 502 13.45 2.067 0.0 31.000 37.775 to 1 QO 0.0 0.0 0.0 501 47.29 0.0329 0.0 31.000 1.021 V�:I = 4.52 5Q1 47.51 2.Q67 1 T 7.137 ��.000 38.798 T to 100 0.0 �.137 0.0 108 �t.8 0.1193 0.0 2�i.137 3.�475 Vel = 9.d6 0.0 �; ' 94.80 42.1�71 K �actor= 14.5�! ��� �'j���`�i �inal Calculations - Standard FIRE PROTECTION INC. � Page 8 VA1L LODGE TOWER Date 083?06 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ""'***'"" Notes "'"***" Point G1t Pf/Ft Eqv. Ln. Total Pf Pn 500 47.51 2.124 2E 11.417 14.000 37.793 to 120 2T 22.833 34.250 0.0 501 47.51 0.0208 0.0 48.250 1.003 Vel = �.30 0.0 47.51 38.796 K Factor= 7.83 502 -13.45 2.124 �I 11.417 14AQ0 37.775 to ?20 2'i 22.833 34.250 0.0 503 -13.45 -0.0020 0.� 48.250 -0.097 Vel - 1.�2 0.0 - - - -- - - -13.45 37.678 K Fac:tar� -2.19 504 -51.86 �.124 Y 21= 11.417 1�.00D 34.730 to 120 2T 22.�33 34.250 0.0 513� -51.86 -0.0244 0.0 48.250 -1.178 �1e1= 4.70 0.0 -51.86 33.552 K Factor= -8.95 508 -70.93 2.124 21� 11.417 14.000 27.617 to 120 2'?' 22.833 34.250 0.866 507 -70.93 -0.0�436 0.0 48.250 -2.103 Vel = 6.42 0.0 -70.93 26.380 K Factor= -13.81 508 -37.75 2.124 2E 11.417 1 a.000 25.610 to 12U 2T 22.833 34.250 0.0 � 509 -37.75 -0.0136 0.0 48.250 -0.655 Vel = 3.42 0.0 -37.75 24.955 K Factor= -7.56 100 14.85 1.09 1 T 6.026 2.700 12.501 K Factor=4.20 to 120 0.0 6.026 -0.866 101 14.85 0.0622 0.0 8.726 0.543 Vel = 5.11 101 -24.71 1.655 0.0 3.580 12.178 to 120 0.0 0.0 0.866 102 -9.86 -0.0036 0.0 3.580 -0.013 Vel � 1.47 102 14.90 1.655 0.0 5.29� 13.031 K Factor� node EQ03 to 120 0.0 0.0 -0.866 103 5.04 0.0009 0.0 5.290 0.005 Vel � 0.75 103 29.78 1.655 0.0 4.160 12.170 to 120 0.0 0,0 0.0 1 Q4 34.82 0.0394 0.0 4.160 0.164 Ve; = 5.19 104 29.96 1.655 2T 18.299 76.290 12.334 to 120 0.0 18.299 0.0 105 64.78 0.1243 0.0 94.589 11.753 Vel = 9.65 105 -32.82 1.61 2� 5.71 2.540 24.087 to 100 0.0 5.710 0.0 106 31.96 0.0539 0.0 8.250 0.445 Vel = 5.0� 106 0.0 2.087 ZE 7.137 31.870 24.532 to 100 1 T 7.137 14.274 0.0 120 31.96 0.0160 0.0 46.144 0.7�f Vi°! = 3.06 Final Calculatians - Standard FIRE PROTECTION INC. Page 9 VAII_ LODGE TOWER Date 083108 Hyd. Qa Dla. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv '`"'k'"`*" Notes '"'*""r* Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 120 -8.39 2.067 0.0 37.666 25.268 to 100 0.0 0.0 0.0 508 23.57 0.0091 0.0 37.666 0.342 Vel =� 2.25 508 37.75 2.067 0.0 6.084 25.610 to 100 0.0 0.0 0.0 107 61.32 0.0533 0.0 6.084 0.324 Vel = 5.86 107 8.39 2.067 0.0 24.917 25.934 to 100 0.0 0.0 0.0 508 69.71 0.0675 0.0 24.917 1.683 Vel = 6.�7 506 70.�3 2.d87 0.0 18.750 27.617 to 1 p0 0.0 0.0 0.0 504 140.64 0.2474 0.0 28.750 7.113 Vef= 13.45 ' SO4 51.�6 2.067 1 T 7.1�'7 9.916 3�b.730 to 100 Q.0 7.137 OA 908 192.5 0.4422 0.0 17.053 7.541 Vei = 18.41 1 Uf! 94.80 3.26 17 20.159 8.000 42.27'� to 120 0.0 20.159 0.0 11?� 287.3 0.0720 0.0 28.159 2.027 VeI = 11.04 113 0.0 3.26 4V 28.879 12.5U0 44.298 to 120 1T 20.159 74.038 0.0 10& 287.3 0.0720 1 Eql 36.287 86.538 6.229 __,_ Vel = 11.04 109 0.0 3.26 1 E 9.408 2.910 50.527 to 120 0.0 9.408 0.0 110 287.3 0.0719 0.0 12.318 0.886 Vel = 11.Q4 110 0.0 3.26 1 T 20.159 2.000 51.413 to 120 0.0 20.159 0.0 111 287.3 0.0720 0.0 22.159 1:595 Vel = 11.04 111 0.0 4.026 1 T 14.274 27.080 53.Q08 to 100 2V 9.708 23.980 5.197 STP 287.3 0.a:381 0.0 51.060 1.843 Vel = 7.24 STP 0.0 4.026 5V 24.266 31.500 60.048 to 100 �D.Q 24.266 0.0 TOR 287.3 0.0361 0.0 55.766 2.012 Vel = 7.24 TOR 0.0 6.065 1 V 7.137 4.833 62.060 to 100 1�ql 7.137 14,274 0.0 BOR 287.3 0.0049 0.0 19.107 0.094 Vei = 3.19 B�JR 0.0 6.085 2V 1�.274 7.250 62.154 to 100 1 G 2.141 16.415 10.000 * Fixed loss = 10 BF 2�7.3 0.0049 0.0 23.665 0.116 Vel = 3.19 �F 0.0 6.Q65 2V 14.�74 11.000 72.270 to 100 0.0 14.274 10.500 * Fixed loss= 10.5 UG 287.3 0.0049 0.0 25.274 0.124 Vel = 3.19 UG 100.00 6.16 �1� 20.084 100.000 82.894 Qa = 100 to 140 1 G 4.3Q4 fi7.425 0.0 TEvT 387.3 0.00�l2 1T a3.037 167.4'�'5 0.710 Vel = 4.17 - _ _- -------- 150.00 Qa � 150.00 537.30 83.604 K Factor= 58.'76 Final C�Iculations - Standard FIRE PROTECTION INC. Page 10 VAII_I.ODGE TOWER Date 083106 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv **"'"*�" Notes '�"'"`"'' Point Qt Pf/Ft Eqv. Ln. Total Pf Pn . _ . �ire �P�s►tactiun by Co��puter De�igin FIRE PROTECTION INC. 4981 E. 39TH AVE. DENVER, CO 80207 303-399-1366 Job Name : VAII_LODGE�1"�WER Building : 50UTH LODGfE AT VAIL Location : 200 VAIL RD. VAIL, COLOF�ADO System : REMOTE AREA 2 Contract : M-08-022 Data File : Vail I_odge Tower 2 F�.wxf FIR� PROTECTION INC. Page 1 VAIL LODGE TOWER Date 083108 HydrauJ.ic Desiqn Intormation Sheet ��... - ���.�.......�.,�...r.�........�� Name - VAIL LODGE TOWER Date - 08-31-06 Location - 200 VAIL Rb. VAIL, COLORADO Building - SOUTH LODGE AT VAIL System No. - REMOTE AREA 2 Contractor - HYDER CONSTRUCTION Contract No. - M-06-022 Calculated By - HUE PHAN Drawing No. - FP-2 of 2 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height - 10'-0" Occupancy - ORDINARY HAZARD S (?C) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. (X) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area ot Sprinkler Operation - 972 System Type Sprinkler Nozzle Density - 0.15 (X) Wet Make VIKING D Area Per Sprinkler , - 99 ( ) Dry Model E Elevation at Highest Outlet - 10'-0" ( ) Deluge �ize 1/2 S Hose Allowance - Inside - 100 ( ) Preaction K-Factor 4.2 I Rack Sprinkler A.11owance - ( ) Other Temp.Rat.155 G Hose Allowance - Outside - 150 N Note Calculation Flow Required - 426.54 Press Required - 82.609 Summary C-Factor Used: 120 Overhead 140 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 10-11-06 Cap. - T Time of Test - Rated Cap.- Elev.- E Static Press - 118.8 @ Press - R Residual Press - 81.9 Elev. - Well Flow - 2430 Proof Flow S Elevation - U P Location - USED WATER SYSTEM MODEL FOR 200 VAIL ROAD, VAIL COLORADO P L Source of Information - SCHMl1�SER CORDON M�YER Y ORIGINAL TEST REDUCED BY 10$ FOR SAFETY MARGIN C Commodity Class Location O Storage Ht. Area Aisle W. M Storage MetAod: Solid Piled � Palletized � Rack M ( ) Sinqle Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult. Row { ) Open 5helf 0 C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Pzovided: vva�Cr �uNN�y t,u�vC ��,� �(RE PROTECTiOhi iNC. Page 2 VAIL LODGE TOWER Date 083106 City Water Supply: Demand: C1 - Static Pressure : 118.8 Di - Elevation : 4.331 C2- Residuai Pressure: 81.9 D2- System Flov� : 326.537 C2- Residual Fiow : 2430 D2- System Pressure : 82.609 Hose (Adj Cety} : Hose (Demand) : 250 D3 - System Demand : 576.537 Safety Niargin : 33.614 150 140 130 C1 Q i 20 R 114 � 100 S 90 D C2 S 80 U 70 R 60 E 5Q 40 30 20 10 300 600 900 'I20G 1500 1800 2100 2400 2700 FLOW (1V ^ 1.85� Comouter Proorams bv Hvdratec Inc. Route 111 Windham N.H. USA 03087 riiuiiy� u�au Ju�iiriEary FIRE PROTECTION INC. Page 3 VAIL LODGE TOWER Date 083106� Fitting Legend Abbrev. Name 'h '/� 1 1'/. 1%: 2 2%: 3 3'h 4 5 6 8 10 12 14 16 t 8 20 24 E 90'Standard Elbow 2 2 2 3 4 5 6 7 8 t0 12 14 18 22 27 35 40 45 50 61 G Generic Gate Valve 0 0 0 0 0 1 1 1 � 2 2 3 4 5 6 7 8 10 11 13 7 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 V 90'EH Firelock#001 0 0 0 0 0 3.5 4.3 5 0 6.8 8.5 10 13 0 0 0 0 0 0 0 Comouter Proarams bv Hvdratec Inc. Route 111 Windham N.H. USA 03087 wressure / Flow Summary - STANDARD FIRE PROTECTION INC. Page 4 VAIL LODGE TOWER Date 083106 Node ElevaUon K-Fact Pt Pn Fla�v Densfty Area Press No. Actual Actual Req. D101 12.0 5.6 9.65 na 17.4 0.15 116 7.0 D102 12.0 5.8 9.65 na 17.4 0.15 116 7.0 168 10.0 4.2 18.58 na 18.1 0.15 120 7.0 18'7 10.0 42 18.4 na 18.02 0.15 120 7.0 16B 10.0 4.2 18.37 r�a 18.0 0.15 120 7.0 165 10.0 4.2 18.38 na 18.0 0.15 120 7.0 158 10.0 K=K�EQ01 18.76 na 23.48 159 10.0 K=K�EQ02 11.62 1►a 18.78 160 10.0 K=K@ EQ01 13.32 na 19.79 163 10.0 K=K�EQ02 12.49 rra 19.45 162 10.0 K=K�EQ01 14.31 na 20.51 118 12.0 25.92 na 138 12.0 19.14 na 204 12.0 18.4 na 205 12.0 18.22 na 208 12.0 18.19 na 207 12.0 18.2 na 120 12.0 27.15 na 12t 12.0 27.17 na 105 12.0 28.67 na 509 12.0 27.08 na 114 12.0 27.08 na 115 12.0 K=K@ EQ02 27.08 na 28.64 507 12.0 27.19 na 116 10.0 28.0 na 117 10.0 K=K�EQ02 27.97 na 29.11 505 12.0 27.41 na 155 10.0 K=K�EQ01 22.38 rta 25.65 201 12.0 21.3b na 157 10.0 K=K�EQ01 21.95 ne 25.4 202 12.0 21.08 na 158 10.0 K=K@ EQ01 72.23 na 25.5/ 2p3 12.0 22.67 na 181 10.0 24.01 na 500 12.0 25.97 na 503 12.0 26.5 na 146 10.0 27.06 na 119 12.0 28.56 na 502 12.0 27.07 na 501 12.0 28.94 na 504 12.0 30.78 na 5p6 12.0 28.04 na 508 12.0 27.3 na 164 10.0 4.2 18.49 na 18.06 0.15 120 7.0 200 12.0 18.31 na 128 12.0 19.72 na 129 12.0 19.98 na 130 10.0 21.41 na 101 12.0 20.71 na 102 10.0 21.78 na 103 12.0 21.2 na 104 12.0 21.43 r►a 106 12.0 26.85 ria 107 12.0 27.42 na 108 12.0 37.15 na 113 12.0 39.72 ma 109 12.0 47.61 na 110 12.0 �l8.73 na 111 12.0 50.76 na STP O.Q 58.29 na TOR O.p 60.84 na BOR 0.0 60.96 na BF O.Q 71.1 na �low SA.�mmary - Staridard FIRE PROTECTION INC. Page 5 VAIL LODGE TOWER Date 083106 Node Elevatlon K-Fact Pt Pn Flow penaity Area Press No. Actual Actual Req. UG 0.0 81.76 na 100.0 TEST 0.0 82.61 na 150.0 The maximum velocity is 16.79 and it occurs in the pipe between nodes 5Q4 and 108 F�inal Calculations - Hazen-Williams FIRE PROTECTION INC. Page 6 VAIL LODGE TOWER Date 083108 ���1�1� ..Ii�Yii�i��l� _- _- I I 1 1 1 �!��Inll�w�� Hyd. Qa Dia. Fftting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes '"'`'''*'"` Polnt Qt Pf/Ft Eqv. Ln. Total Pf Pn D101 17.40 1.Q49 1T 3.568 1.000 9.654 K Factor= 5.60 to 100 0.0 3.568 0.0 EQ01 17.4 0.1410 0.0 4.588 0.644 Vel � 6.46 0.0 17.40 10.298 K Factor= 5.42 D102 17.40 1.049 1 c 1.427 '1.000 9.654 K Factor w 5.60 to 100 0.0 1.427 0.0 EQ02 17.4 0.14Q9 0.0 2.427 0.342 Vel = 6.4fi 0.0 17.40 9.998 K Factor� 5.50 168 18.10 1.049 1 T 3.568 1.000 18.576 K Factor=4.20 to 100 0.0 3.588 -0.865 204 18.1 0.1517 0.0 4.568 0.893 Vel = 6.72 0.0 18.10 18.403 K Factor= 4.22 187 18.02 1.049 1T 3.568 1.000 18.400 K Factor= 4.20 to 100 0.0 3.568 -0.866 205 18.02 0.1504 0.0 4.568 0.687 Vel = 6.69 0.0 18.02 18.221 K Factor= 4.22 188 18.00 1.Q49 1T 3.568 1.OQ0 18.367 K Factor= 4.20 to 100 0.0 3.588 -0.866 206 18.0 0.15Q0 0.0 4.568 0.685 Vel = 6.68 0.0 18.00 18.186 K Factor= 4.22 165 18.00 1.049 1 T 3.588 1.000 18.376 K Factor= 4.20 to 100 0.0 3.568 -Q.866 207 18.0 0.15Q0 0.0 4.568 0.685 Vel = 8.68 o.o 18.00 18.195 K Factor= 4.22 156 23.48 1.049 1T 3.568 10.500 18.759 K Fac2or� node EQ01 to 100 0.0 3.568 -0.866 201 23.48 0.2455 0.0 14.d88 3.453 Vel = 8.72 0.0 23.48 21.346 K Factor= 5.08 159 18.76 1.049 0.� 10.500 11.616 K Factor @ node EQ02 to 100 0.0 0.0 0.0 160 18.76 0.1619 0.0 10.500 1.700 Vel = 6.96 1 SO 19.�,8 1.049 1 T 3.568 10.500 13.316 K Factor� no�e IECl01 to 100 0.0 3.568 -0.866 202 38.54 0.6137' 0.0 14.068 8.633 Vel = 14.31 0.0 38.54 21.083 K Factor= 8.39 163 19.45 1.049 0.0 10.500 1,�,.491 K Factor� node �QQ2 to 100 0.0� 0.0 �'.G1 162 19.45 0.1731 0.0 10.500 1.8�1 t3 Yel = 7.2.�! Final C�Iculations - Standard FIR� PROTECTION INC. Page 7 VAIL LODGE TOWER bate 083106 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref, "C" or Ftng's Pe F�v "***""�* Notes "***"''�' Point Qt Pf/Ft Eqv. Ln. Total Pf Pn - i ir�� i i u�i����ru u rw ��r i i�. 162 20.51 1.049 1 T 3.568 10.500 14.309 K Factor(� node EQ01 to 100 0.0 3.568 -0.868 203 39.9ft 0.6562 0.0 14.088 9.231 Vel = 14.83 0.0 39.58 22.674 K FaGtor= 8.3� 118 -48.35 1.655 2� - '�.149 75.410 2�.922 - - - to 120 1 T 9.149 18.298 0.0 136 -48.35 -0.0723 0.0 93.708 -6.778 Vel= 7.21 - - - - ---- -- 136 0.0 1.655 0.0 10.250 19.144 to 120 0.0 0.0 0.0 204 -48.35 -0.0723 0.0 10.250 -�.741 Vel = 7.21 204 18.10 1.855 0.0 6.000 18.403 � to 120 0.0 0.0 0.0 205 -30.25 -0.0303 0.0 6.000 -0.182 Vel = 4.51 205 18.02 1.655 0.0 6.d00 18.221 to 120 0.0 0.0 0.0 208 -12.23 -0.0058 0.0 6.000 -0.035 Vel = 1.82 2Q6 18.00 1.655 0.0 6.000 18.186 to 120 0.0 0.0 0.0 207 5.77 0.0015 0.0 6.000 0.009 Vel - 0.86 207 18.00 1.655 0.0 6.000 18.195 to 120 0.0 0.0 0.0 200 23.77 0.0195 0.0 6.000 0.117 Vel = 3.55 0.0 23.77 18.312 K�actor= 5.55 12� 5.07 2.067 `l.T 1�4.274 8.910 27.155 to 100 0.0 14.274 0.0 121 5.07 0.4005 0.0 23.184 0.012 Vel = 0.48 121 0.0 1.38 3E 6.423 51.120 27.167 to 100 2T 8.564 14.987 0.0 107 5.07 0.0038 0.0 66.107 0.250 Vel = 1.09 0.0 5.d7 27.417 K Factor= 0.:�3 i 105 22.00 1.61 0.0 15.333 26.666 to 10Q 0.0 0.0 0.0 509 22.0 0.0270 0.0 15.333 0.414 Vel = 3.4'/ 5A� �-;20.87 1.61 '0.0 26.16� 27.080 to 100 0.0 0.0 0.0 114 1.13 O.OQ01 0.0 28.187 O.Od3 Vel = 0.18 114 0.0 1.61 0.0 2.Q00 27.083 � to 100 0.0 0.0 0.0 115 1.13 0.0 0.0 2.000 0.0 Vel = 0.18 115 28.64 1.61 0.0 2.333 27.083 K Fa�tor @ node EQI)2 to 100 0.0 0,0 0.0 507 29.77 0.0471 0.0 2.333 0.11 D Vel = 4.69 507 -�3.35 1.61 0.0 5.�70 27.193 to 100 0.0 Q.� L.866 116 -13.58 -0.0109 0.0 5.�70 -0.082 Vel � �.14 rinai c:aiculations - Standard FIRE PROTECTION INC. Page 8 VAIL LODGE TOW�R Da#e 083108 -- - -.�.�...��......���..��. ��..�� Hyd. Qa Dia. Fltting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv "*"*�`" Notes """**" Point Qt Pf/Ft Eqv. Ln. Total Pf Pn ��..�.�.�..�.�.�...,�... ._.��.��. 118 0.0 1.61 0.0 2.OQ0 27.997 to 100 0.0 0.0 0.0 117 -13.58 -0.0110 0.0 2.aoo -o.oa� Vel = 2.14 117 29.11 1.61 0.0 21.083 27.975 K Factor� node EQQ2 to 100 0.0 0.0 -0.868 505 15.53 0.0142 0.0 21.083 0.299 Vel = 2.�d5 5Q5 -91.60 1.61 0.0 2�.000 27.408 to 100 0.0 D.0 0.866 155 -76.07 -0.2680 0.0 22.000 -5.896 Vel = 11.99 155 25.85 1,61 0.0 1.330 22.378 K Factor� node �:�01 to 100 0.0 0.0 -�.866 201 -50.42 -0.1248 4.0 1.330 -0.188 Vel = 7.95 201 23.49 1.61 0.0 6.680 21.346 to 100 0.0 0.0 0.886 157 -26.93 -0.0393 0.0 8.680 -0.262 Vel = 4.24 157 25.40 1.61 0.0 4.000 21.950 K Factor� node �Q01 to 100 U.0 0.0 -0.866 202 -1.53 -0.0002 0.0 4.000 -0.001 Vel = 0.24 202 38.55 1.61 0.0 4.0�0 21.083 to 100 0.0 0.0 0.866 158 37.02 0.0707 0.0 4.000 0.283 Vel = 5.83 158 25.56 1.61 0.0 7.000 22.232 K Factor(� node EQ01 to 100 0.0 0.0 -0.866 203 62.56 0.1869 0.0 7.000 1.308 Vel= 9.86 203 39.96 1.61 0.0 1.000 22.674 to 100 0.0 0.0 0.866 161 102.54 0.4660 0.0 1.000 0.466 Vel = 16.16 161 0.0 1.61 0.0 6.083 24.006 to 100 0.0 0.0 -0.866 500 102,54 0.4656 0.0 6.083 2.832 Vel = 16.16 540 -85.39 1,61 0.0 31.000 25.972 to 100 0.0 0.0 0.0 503 17.15 0.0170 0.0 31.000 0.528 Vel = 2.70 503 -35,Q6 1.61 Q.0 31.333 26.500 to 100 0.0 0.0 0.0 118 -17.81 -0.0164 0.0 31.333 -0.578 Vel = 2.82 118 4a.35 1.61 0.0 5.580 25_�2� to 100 0.0 0.0 E1.8�36 146 30.4-� 0.0491 0.0 5.580 0.274 Vel = 4.80 146 p.0 1.61 1 T 5.71 1.750 27.062 to 100 0.0 5.710 -0.866 119 30.44 0.0493 0.0 7.460 0.368 Vel=� 4.80 119 0.0 2.087 1 E 3.�B�I 31.250 28.564 to 100 0.0 3.568 0.0 502 3�.44 0.0146 0.0 34.818 0.507 V�li= ;2.91 -- -- --- - ------ -- 502 �"�.0� 2,Q67 0.0 31.p00 27.071 to 100 0.0 0.0 0.0 501 +�5.5 O.tlf��2 Q.0 39.000 1.86fi V�I = 6.�6 �inal Calculations - Standard FIRE PROTECTION INC. Page 9 VAI1.LODGE TOWER Date 083106 Hyd. Qa Dia. Fitting Pipa Pt Pt Ref. "C" or Ftng's Pe Pv "***'""` Notes "*""*"' Point 4t Pf/Ft Eqv. Ln. 7ota1 pf Pn 501 85.40 2.067 1 T 7.137 22.000 28.937 to 1 QO 0.0 7.137 0.0 108 150.9 0.2818 0.0 29.137 8.211 Vel = 14.43 0.0 150.90 37.148 K F�actor� 24.7E3 500 85.39 2.124 ',�'� 11.417 1�1.000 25.972 � to 120 27� 22.833 34.250 0.0 501 $5.39 0,0815 0.(1 48.2a0 2.�65 Vel = 7.73 0.0 -- ---- - 85.39 2E�.937 K Factor= 15.8? 502 -35.1}f 2.124 2� 11.417 14.00Q 27.071 to 120 2T 22.833 34.250 0.0 503 -35.06 -�.011� 0.0 48.250 -0.571 Vel = 3.17 0.0 -35.08 26.500 K F'actor= -6.81 504 -91.60 2.124 2E 11.417 14.000 30.783 to 120 21` 22.833 34.250 0.0 505 -91.8 -0.0899 0.0 48.250 -3.375 Vel = 8.29 0.0 -91.60 27.408 K Factor=-17.50 508 -43.35 2.124 2E 11.417 14.000 28.039 to 120 2T 22.833 34.250 0.0 507 -43.35 -0.0175 0.0 48.250 -0.&t6 Vel = 3.93 0.0 -43.35 27.193 K Factor= -8.31 508 -20.88 2,124 2E 11.417 14.Q00 27.299 to 120 2T 22.833 34.250 0.0 509 -20.86 -0.0045 0.0 48.250 -0.219 Vel = 1.89 0.0 -20.86 27.080 K Factor= -4.01 164 18.06 1.049 1 T 3.568 1.000 18.488 K Factor=4.20 to 100 0.0 3.588 -0.866 200 18,08 0.1511 0.0 4.568 0.690 Vel= 6.70 200 23.77 1.655 1 l' 9.1�49 16.37Q 18.312 to 120 0.0 9.149 0.0 12� 41.83 Q.0553 0.0 25.519 1.411 !/el = 6.24 12� O.q 1.655 0.0 4.33Q 19.723 to 120 0.0 0.0 Q.0 129 41.83 0.0554 0,0 4.330 0.240 Vel � 6.24 129 0.0 1.655 1 C 4.5�T5 5.870 19.963 to 120 0,0 4.575 0.868 130 41.83 0.0553 0.0 10.445 0.578 Vel = 6.24 130 0.0 1.655 0.0 3.120 21.407 to 120 0.0 0.0 -0.886 101 41.83 0.0,551 0.0 3.120 0.172 Vel = 6.2� 101 0.0 1.655 0.0 3,580 2C1.713 to 120 0.0 0.0 0.866 142 41.Fl3 O.C15�3 0.0 3,580 0.198 Vel = �.24 Final Galculations - Star�dard FIRE PROTECTION INC. Page 10 VAIL LODGE TOWER Date 083106 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv *****"* Notes *****" Point Qt Pf/Ft Eqv. Ln. Total Pf Pn _� 102 0.0 1.655 0.0 5.290 21.777 to 120 0.0 0.0 -0.866 103 41.83 0.0554 0.0 5,290 0.293 Vel = 6.24 103 0.0 1.655 0.0 4.160 21.2Q4 to 120 0.0 0.0 0.0 104 41.83 0.055<3 Q.0 4.160 0.230 Vel = 6.24 104 0.0 1.655 2T 18.259 76�.290 21.434 to 120 0.0 18.299 0.0 105 41.83 0.0553 0.0 94.589 5.232 Vel = 6.;Zd� 1Q5 �22.00 1.61 2E 5.71 .-. 2.540 26.� --- -- to 100 0.0 5.710 0.0 106 19.83 0.0223 0.0 8.250 0.184 Vel =� 3.13 108 0.0 2.067 2E 7.13? 31.870 26.850 _ i-- to 100 1 T 7.137 14.274 0.0 120 19.83 0.0068 0.0 46.144 0.305 Vel = 1.90 120 -5.07 2.067 0.0 37.666 27.155 to 100 0.0 0.0 0.0 508 14.76 0.0038 0.0 37.666 0.144 Vel = 1.41 508 20.87 2.067 0.0 6.084 27.299 to 100 0.0 0.0 0.0 107 35.63 0.0194 0.0 6.084 0.118 Vel = 3.41 107 5.07 2.067 0.0 24.917 27.417 to 100 0.0 0.0 0.0 508 40.7 0.0250 0.0 24.917 0.622 Vel = 3.89 5U6 43.35 2.067 0.0 28.750 28.039 to 100 0.0 0.0 0.0 504 84.05 0.4954 0.0 28.750 2.744 Vel = 8.04 504 91.59 2.067 1 T 7.137 9.916 30.783 to 100 0.0 7.137 0.0 108 175.64 0.3732 0.0 17.053 6.365 Vel = 16.79 108 150.90 3.26 1 T 20.159 8.000 37.148 to 120 0.0 20.159 0.0 113 326.54 0.091� 0.0 28.159 2.569 Vel = 12.55 113 0.0 3.26 4V 28.879 12.500 39.717 to 120 17 20.159 74.038 0.0 109 326.54 0.0912 1 Eql 38.287 86.538 7.893 Vel= 12.55 _ __ 109 0.0 3.28 '�E 9.408 2.910 47.610 to 120 0.0 9.408 0.0 110 328.54 0.0912 0.0 12.318 1.124 Vel = 12.55 110 0.0 3.28 � 1 T 20.159 2.000 48.734 to 12Q 0.0 20.159 0.0 111 326.54 0.0912 0.0 22.159 2.021 Vel � 12.55 111 0.0 4.028 1 T 14.274 27.080 50.755 to 100 2V 9.706 23.980 5.197 S'T!7 326.54 0.0457 0.0 51.060 2.335 Vel = 8.23 S7P 0.0 4.02�i 5V 2�4.266 31.500 58.28� ---- to 10f� 0.0 2�.266 0.0 TOR 326.54 0.�457 0.0 �5.'766 2.550 Vel - 8.?3 !�inal Calculations - Standard FIRE PROTECTION INC. Page 11 VAIL LODGE TOWER Date 083106 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv '"*"**** Notes '�*** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn TOR 0.0 6.085 1 V 7.137 4.833 80.837 to 100 1 Eql 7.137 14.274 0.0 BOR 328.54 0.0082 0.0 19.107 0.119 Vel = 3.63 BnR 0,0 8.085 2V 14.274 7.250 60.956 to 100 1(�a 2.1�1 16.415 10.000 *Fixed loss= 10 �3F 326.54 0.0�62 0.0 23.665 0.147 Vel= 3.63 �F 0.0 8.065 2V 14.274 11.000 71.103 to 100 0.0 1�.?�'4 10.500 " Fixed lo�= 10.5 UG 326.54 0.0062 0.0 25.2,"4 0.157 Vel = 3.63 UG 100.00 6.16 1� 2�0.084 100.000 81.1�0 Qa = 100 to 140 1� 4.304 67.425 �h.0 TEST' 426.54 �.0051 1 i 43.037 167.425 0.849 Vel x 4.59 -- -------- - --- - -------- - --- `. 150.Op Qa = 150.00 576.54 82.609 K Facior= 63.43 . _ _ Fire Protection by Computer Design FIRE PROTECTION INC. 4981 E. 39TH AVE. DENVER, CO 80207 303-399-1366 Job Name : VAII_L�pGF�TOWER Building : SOUTH LODG�AT VAIL Location : 2f10 VAIL RD. VAII_, CQ�L�JR1�?��7 System : I�EM07�RF�EEP�3 CoMract : M-06-022 Data File : Vail Lodge Taw��3 R.�racf �IRE PROTECTION INC. Page 1 VAIL LODGE TOWER Date 083106 Hydraulic Desiqn Information Sheet ��i��rn�rr�i��+rni��w�.rr���ru�r.e+r�w�. Name - VAIL LODGE TOWER Date - 08-31-06 Location - 200 VAIL RD. VAIL, COLORADO Building - SOU2'H LODGE AT VAIL System No. - REMOTE AREA 3 Contractor - HYDER CONSTRUCTION Contrac� No. - M-06-022 Calculated By' - HUE PHAN DYawing No. - FP-2 of 2 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height - 10'-0" Occupancy - LIGHT HAZARD S (X) NE'PA 13 (X) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) �'igure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Qperation - 905 System Type Sprinkler Nozzle Density - 0.1 (X) Wet Make VIKING D Area Per Sprinkler - 148 ( ) Dry Model E Elevation at Highest Outlet - 9'-0" ( ) Deluge Size 1/2 S Hose Allowance - Inside - 100 ( ) Preaction K-Factor 4.2 I Rack Sprinkler Allowance - ( ) Other Temp.Rat. 155 G Hose Allowance - Outside - 150 N Note Calculation Flow Required - 334.13 Press Required - 73.813 Summary C-Factor Used: 120 Overhead 140 Underground W Water Flow mest: Pump Data: Tank or Reservoir: A Date of Test -- 10-11-06 Cap. - T Time of Test - Rated Cap.- Elev.- E Static Press - 118.8 @ Press - R Residual Press - 81.9 Elev. - Well Flow - 2430 Proof Flow S Elevation - U P Location - USED WATER SYSTEM MODEL FOR 200 VAIL ROAD, VAIL COLORADO P L Source of Information - SCHMUESER CORDON MEYER Y ORIGINAI, TEST REDUCED SY 10$ FOR SAE'ETY MARGIN C Commodity Class Location O Storage Ht. Area Aisle W. M Storage Method: Solid Piled � Palletized $ Rack M ( ) Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. S R ( ) Double F2ow ( ) Slave Pallet ( ) Sol.id Shelf ( ) Non T A ( ) Mult. Row ( ) Open Shelf O C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: vvatCS Jl!'.J�ly LUI VC �V) FIRE PROTECTION INC. Page 2 VAIL LODGE TOWER Date 08"s`�06 City Water Supply: Demand: C1 - Static Pressure : 118.8 D1 - Elevation : 3.898 C2- Resid�al Press�re: 8�.9 D2- System Flow : 234.126 C2- Residual Flow : 243Q D2-System Pressure : 73.353 Hose (Adj Ci�y) : Hose (Demand) : 25(3 D3- System Demand : 4��#.126 Safety Margin : 43.582 150 140 13Q C1 p 120 R i10 E 1QQ S 9Q CZ S 80 U 7Q 3 R 66 � 50 40 30 20 10 30Q 600 SOQ 12aQ 1500 1800 2100 2400 170[� FLOW(N " 1.85) Computer Proarams bv Hvdratec lnc. Route 111 Windham N.H. USA 03087 rituiry5 v�rsu �uiiitiiary FlRE PROTECTION INC. Page 3 VAIL LODGE TOWER Date 0831�6 Fltting Leger►d AbbfeV. IVeRIe %s '/a 1 1Ya 1%s 2 2%s 3 3'/s 4 5 6 8 10 42 14 16 18 20 24 E 9Q'Standard Elbaw 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 4� 45 5b 61 G Generlc Gate VaNe 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T 90'Fbw thru Tee 3 4 5 6 8 10 12 15 17 2L1 25 30 35 50 60 71 81 91 101 121 V 9Q'EII Flrelock#001 0 0 0 0 0 3.5 4.3 5 0 6.6 8.5 10 13 0 0 0 0 0 0 0 Computer Proarams bv Hvdratec Inc. Route 111 Windham N.H. USA 03087 '�ress�re I Flow Summary - STANI�ARD FIRE PROTECTION INC. Page 4 VAII_LODGE TOWER Date 083108 Node Elevation K-Fact Pt Pn Flow Density Ar� Press No. Actual Actual Req. D201 12.0 5.6 7.0 rra 14.82 0.1 148 7.0 D202 12.Q 5.6 7.0 na 14.82 0.1 148 7.0 D203 12.0 5.6 7.0 na 14.82 0.1 148 7.0 118 12.0 19.51 na 136 12.0 24.06 na 204 12.0 25.01 rra 205 12.0 25.3 na 208 12.0 25.59 na 207 12.0 25.88 na 200 12.0 26.17 na 137 9.0 K=K�i EQ01 11.02 na 18.3 147 9.0 K=K�i EQ03 9.75 na 17.17 311 12.0 9.19 na 148 9.0 K=V;�I�.Q02 11.17 na 18.1 128 12.0 27.41 na 129 12.0 27.62 na 130 10.0 29.0 na 101 12.0 28.28 na 102 10.p 29.32 na 103 12.0 28.71 na 104 12.0 28.91 na 120 12.0 33.87 na 121 12.0 33.88 na 152 9.0 K=K�EQ01 7.48 na 15.08 153 9.0 K=K�EQ01 7.51 na 15.11 144 9.0 K�K�EQ01 7.93 na 15.53 143 9.0 K=K�EQ01 7.7 na 15.29 141 9.0 K=K@ EQ01 8.52 na 16.09 140 9.0 K=K�EQ01 8.27 rra 15.85 139 9.0 K�K�EQ01 9.07 na 16.6 154 9.0 K=K�EQ01 8.8 na 16.35 138 9.0 K=K�EQ01 10.92 na 18.22 309 12.0 10.69 na 310 12.0 10.7 na 150 9.0 K=K�EQQ3 15.43 na 21.61 119 12.0 15.15 na 146 12.0 16.95 na 308 12.0 17.2 na 503 12.0 22.43 na 500 12.0 29.11 na 161 12.0 29.84 na 203 12.0 29,96 na 158 12.0 30.8 na 202 12.0 31.28 na 157 12.0 31.77 na 201 12.0 32.57 na 155 12.0 32.T3 na 505 12.0 34.17 na 117 12.0 34.19 na 116 12,0 34.2 ne 507 12.0 34.2 na 115 12.0 34.18 na 114 12.0 �4.16 na 509 12.0 33.93 tte 105 12.0 33.51 na 106 12.0 3:i.65 rra 508 12.0 33.99 na 107 12.0 34.04 na 508 12.0 34.33 na 504 12.0 35.11 na 502 12.0 22.�46 na 151 9.0 K=K� EQ01 7.22 na 14.82 300 12.0 6.75 rta �I�w �ummary - Standard FIRE PROTECTION INC. Page 5 VAIL LODGE TOWER Date 083106 Node Elevation K-Fact Pt Pn Flaw Denslty Ar� Press No. Actual Actual Req. 301 12.0 7.07 na 302 12.0 7.09 na 303 12.0 7.2:i rta 304 12.0 7.71 na 305 12.0 $.28 na 306 12.0 10.85 na 307 12.0 18.23 na 501 12.0 29.19 na 108 12.0 36.89 na 113 12.0 38.28 na 109 12.0 42.55 na 110 12.0 43.15 na 111 12.0 44.25 na STP 0.0 50.71 na TOR 0.0 52.08 na BOR 0.0 52.15 na BF 0.0 62.23 na UG 0.0 72.81 � 1Q0.0 TEST 0.0 73.35 na 150.0 The maximum velocity is 16.�9 and it occurs in the pip� between nodes 308 and 118 Fira1 Calculatioris - Hazen-Williams FIRE PROTECTION INC. Page 6 VAIL LODGE TOWER Date 083106 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv '""�'"`* Notes '�`*"*'' Point Qt Pf/Ft Eqv. Ln. Total Pf Pn D201 14.82 1.049 1 E 2.0 1.000 7.000 K Factor= 5.80 to 120 0.0 2.000 0.0 EQ01 14.82 0.0747 0.0 3.000 0.224 Vel = 5.50 0.0 --- - 14,82 7.224 K Factor= 5.51 D202 14.82 1.049 11" 3.�g8 1.000 7.000 K 1=actor= 5.60 to 100 0.0 3.�68 0.0 EQ02 14.82 0.1 U+16 0.0 4.5E�8 0.478 Vel = 5.50 0.0 14.82 7.�416 K Factor- 5.42 D703 14.82 1.049 1� 1.4�7 1.000 7.000 ^ K Facfor= 5.60 to 100 0.0 1.427 0.0 EQJ3 14.�2 0.1�4`/ 0.0 2.4?.7 0.254 Vel � 5.50 0.0 14,82 7.254 K Factor= 5.50 118 39.00 1.655 �� 9.149 75.�1 Q 19.511 to 120 1'T' 9.149 18.298 0.0 136 39.0 0.0486 0.0 93.708 4.553 Vel = 5.82 136 0.0 1.655 1 T 9.149 10.250 24.064 to 120 0.0 9.149 0.0 20� 39.0 0.0486 0.� 19.399 0.942 Vel = 5.82 204 0.0 1.655 0.0 6.00Q 25.008 to 120 0.0 O.Q 0.0 205 39.0 0.0487 0.0 6.000 p.292 Vel = 5.82 205 0.0 1.655 0.0 6.000 25.298 to 120 0.0 0.0 0.0 2a6 39.0 0.0485 0.0 6.000 0.291 Vel � 5.82 206 0,0 1.655 O.d 6.000 25.589 to 120 0.0 0.0 0.0 207 39.0 0.0487 0.0 6.000 0.292 Vel = 5.82 207 0.0 1.655 0.0 6.000 25.881 to 120 0.0 0.0 0.0 200 39.0 O.Q485 0.0 6.000 0.291 Vel= 5.82 200 0.0 1.655 1 T 9.149 16.370 28.172 to 120 0.0 9.149 0.0 128 39.0 0.0486 0.0 25.519 1.240 Vel = 5.82 0.0 39.00 27.412 K F,ar;tor= 7.45 137 18.30 1.09 1 T E�.�28 4.620 11.0�?. K f��c�kor�i node E;Q01 to 120 ��.0 6.p26 -1.299 310 1F3.3 0.0916 D.0 10.646 0.975 Vel = 6.29 0.0 18.30 10.898 K Factor= 5.:i9 147 17.17 1.(�4� 0.0 5.410 9.746 K Fador(� node I��Q3 to 10Q 0.0 �.0 -1.299 311 17.17 0.1�75 0.0 5.�t1 J 0.7� Vel = 6.37' �inal Calculations - Standard FIR� PROTECTION INC. Page 7 VAII_ LODGE TOWER Date 083108 Hyd. Qa Dla. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ""'"*"** Notes '�"`"'"` Paint Qt Pf/Ft Eqv. Ln. Tota4 Pf Pn 311 0.0 1.049 0.0 4.910 9.191 to 100 0.0 0.0 1.299 148 17,17 0.1377 �.0 4.910 0.878 Vel = 6.37 148 18.11 1.049 1T 3.588 10.500 11.166 K Factor� node EQ02 to 100 0.0 3.568 -1.299 308 35.28 0.5210 O.0 14.088 7.329 Vel = 13.10 0.0 - -- ---- --- 35.28 17.1 fl6 6C Factor� 8.51 128 3�i.00 1.655 0.� 4.330 27.412 ta 120 0.0 0.0 �:.0 129 39.0 0.0485 0.0 4.330 0.210 Vel � 5.82 129 0.0 1.655 1 E 4.575 5.870 27.622 to 120 0.0 4.575 0.866 130 39.0 0.04$6 0.0 10.4d5 0.508 Vel - 5.82 130 0.0 1.655 0.0 3.120 28.996 to 120 0.0 0.0 -0.866 101 39.0 O.Q487 0.0 3.120 0.152 Vel = 5.82 101 0.0 1.655 0.0 3.580 28.282 to 120 0.0 0.0 0.866 102 39.0 0.0488 0.0 3.580 0.174 Vel = 5.82 102 0.0 1.655 0.0 5.290 29.322 to 120 0.0 0.0 -0.866 103 39.0 0.0484 0.0 5.290 0.256 Vel = 5.82 103 0.0 1.655 0.0 4.160 28.712 to 120 0.0 0.0 0.0 104 39.0 0.0488 0.0 4.160 0.203 Vel = 5.82 104 0.0 1.855 2T 18.298 76.290 28.915 to 120 0.0 18.299 0.0 105 39.0 0.0488 O.Q 84.589 4.595 Vel = 5.82 0.0 39.�0 33.510 K Factor= 6.74 12Q� 3.95 2.087 2T' 14.274 8.910 33.872 to 100 0.0 14.274 Q.0 121 3.85 O.Q003 0.0 23.184 d.008 Ve�= 0.38 121 0.0 1.38 3� 6.423 51.920 33.88d to 100 2T 8.564 14.987 0.0 107 3.95 O.OD24 0.0 66.107 0.158 Vel = C.$�'i 0.0 3.95 34.038 K Factor= 0.�8 152 15.08 1.Q9 1T 6.026 2.750 7.485 K Facior� node I�Ct01 to 120 0.0 6.026 -1.299 300 15.08 0.084Q 0.0 B.776 0.562 Ve! = 5.18 0.0 -- 15.08 �3.748 K Factor= 5.81 153 15.11 1.09 1T 6.1]2� 7.250 7.512 K Factor(�! node I�W:01 to 120 Q.Q 6,026 -1.29g 301 15.11 d.i1842 0.0 13.276 O.��Z Vel = 5.20 Final Calculations - Standard FIRE PROTECTION INC. Page 8 VAII_LODGE TOWER Date 0831 U6 . Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv '"**"*"'' Notes '�""*�` Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 15.11 7.065 K Factor= 5.68 14�4 15.53 1.09 1T 6.028 0.750 7.93A K Factor(�i node EQ01 to 120 0.0 6.026 -1.299 302 15.53 O.d876 0.0 fi.776 0.458 Vel �� 5.34 - -- - -- --- - Q.0 15.53 7.093 K Factor= 5.83 143 15.29 1.09 1T 6.026 6.700 7.695 K �actor�i node �Q01 to 120 0.0 6.026 �1.299 303 15.29 0.0657 0.0 12.726 n.836 Vel = 5.2�� 0.0 15,29 7.232 K Factor= 5.89 1a1 16.09 1.q9 1T 6.p� 0.750 8.521 K Factor� nod� ��01 to 120 0.0 6.028 -1.299 304 18.09 0.0722 0.0 13.776 0.489 Vel = 5.53 0.0 -- - 16.09 7.711 K Factor= 5.79 140 15.85 1.09 11' 6.026 4.500 8.271 K Factor(� node EQ01 to 120 0.0 6.026 -1.299 304 15.85 0.0702 0.0 10.526 0.739 Vel = 5.45 0.0 � 15.85 7.711 K Factor= 5.71 139 16.60 1.09 1T 6.026 0.660 9.Q89 K Factor� node EQ01 to 120 0.0 6.026 -1.299 305 16.6 0.0766 0.0 6.686 0.512 Vel= 5.71 0.0 16.80 8.282 K Factor= 5.77 154 16.35 1.09 1 T 6.026 4.500 8.798 K Factor� node EQ01 to 120 0.0 6.026 -1.299 305 16.35 0.0744 0.0 10.526 0.783 Vel = 5.62 0.0 18.35 8.282 K Factor= 5.68 138 18.22 1.09 1T 6.026 5.700 10.922 K Factor(� node�Q01 to 120 0.0 6.026 -1.299 309 18.22 0.0908 0.0 11.726 1.065 Vel= 626 309 0.0 2.12�4 0.0 2.830 10.688 to 120 0.0 0.0 0.0 31 p 18.22 0.0035 0.0 2.830 0.010 Vel= 1.65 310 18.30 2.124 1 T 11.417 0.830 10.698 to 120 0.0 11.a17 0.0 3Q8 38.52 0.0127 0.0 12.247 0.158 Vel = 3.31 O.Q 36.52 10.854 K Factor= 11.09 150 21.81 1.(}49 2T 7.137 12.33D 15.430 K �actor� node ��tQ3 to 10A O.Q 7.13� -1.299 ��: 2�.61 0.21 A� 0.0 19.�B7 4.095 Vel = 8.�� cin�l Calculations - Standard FIRE PROTECTION INC. Page 9 VAIL LODGE TOWER Date 083106 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ***"*"* Notes *****" Point (�t Pf/Ft Eqv. Ln. Total Pf Pn 0.0 21.61 18.226 K Factor= 5.d6 119 71.91 1.61 1 T 5.71 1.750 15.153 to 100 0.0 5.710 0.0 146 71.91 0.2416 0.0 7.460 1.802 Vel = 11.33 148 0.0 1.61 O.Q 1.00Q 16.955 to 100 0.0 0.0 0.0 308 71.91 0.2410 0.0 1.OQ0 0.241 Vel = 11.33 308 35.�� 1.61 0.0 4.580 17.196 to 100 0.0 0.0 0.0 118 107.19 0.5055 0.0 4.580 2.315 Vel = 16.»�l 11 ii -39.00 1.81 0.0 13.333 19.511 to 1 QO 0.0 0.0 0.0 503 68.19 0.2190 0.0 13.333 2.920 Vel == 1�.75 503 -6.50 1.61 1 T 5.71 31.000 ;2�?.431 to 100 0.0 5.710 0.0 500 61.69 0.1819 0.0 38.710 6.877 Vel = 9.72 540 -12.33 1.81 O.d 6.083 29.108 to 100 0.0 0.0 0.0 181 49.3B 0.1203 0.0 6.083 0.732 Vel = 7.78 161 0.0 1.61 0.0 1.OQ0 29.840 to 100 0.0 0.0 0.0 203 49.36 0.1210 0.0 1.000 0.121 Vel = 7.78 203 0.0 1.61 0,0 7.000 29.961 to 100 0.0 0.0 0.0 158 49.36 0.1204 0.0 7.000 0.843 Vel = 7.78 158 0.0 1.61 0.0 4.000 30.804 to 100 0.0 0.0 0.0 202 49.38 0.1202 0.0 4.000 0.481 Vel = 7.78 202 0.0 1.61 0.0 4.Od0 31.285 to 1 d0 0.0 0.0 0.0 157 49.36 0.1205 0.0 4.000 0.482 Vel � 7.78 157 0.0 1.61 0,0 8.660 31.767 to 100 0.0 0.0 0.0 201 49.36 0.1203 0.0 6.660 0.801 Vel � 7.78 209 0.0 1.61 0.0 1.330 32.568 to 100 0.0 0.0 0.0 155 49�.36 0.1203 0.0 1.330 U.160 Vel = 7.78 155 0.0 1.61 0.0 12.000 32.728 to 100 0.0 0.0 0.0 505 49.38 0.1204 0.0 12.00p 1.445 Vel = 7.7t3 505 -45.78 1.61 0.0 22.000 3�t.173 to 100 0.0 0.0 0.0 117 3.58 O.R010 O.Q 22.000 0.021 Vel = Q.5�3 117 0.0 1.61 0.0 2.000 34.194 to 100 0.0 0.0 0.0 118 3.58 0.0010 0.0 2.000 0.{�02 Vel = Q.afi �i;��l �alculations - Standard FIRE PROTECTION INC. Page 10 VAIL LODGE TOVII�R Date 083106 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv *"*"*** Notes ''***�"` Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 116 0.0 1.61 0.0 5.625 34.198 to 100 0.0 0.0 0.0 507 3.58 0.0009 0.0 5.625 0.005 Vel = 0.56 507 -15.59 1.81 0.0 2.375 34.201 to 100 0.0 0.0 0.0 115 -12.01 -0.0088 0.0 2.375 -0.021 Vel= 1.89 115 0.0 1.61 0.0 2.000 34.180 to 100 0.0 0.0 0.0 114 -12.01 -0.0090 0.0 �.000 -0.018 Ve{= 1.55 1�� 0.0 1.61 0.0 28.825 34.1�B2 to 100 0.0 0.0 Q.0 509 -12.01 -0.0088 0.0 26.625 -0.234 Ve1= 1.�9 509 -10.11 1.61 0.0 15.330 33.928 to 100 0.0 0.0 0.0 105 -22.1Z -0.0273 0.0 15.330 -0.418 Vel = 3.49 105 39,00 1.61 2� 5.71 2.540 33.510 to 100 0.0 5.710 0.0 108 16.88 0.0185 0.0 8.250 0.136 Vel= 2.66 106 0.0 2.067 2E 7.137 31.870 33.648 to 100 1 T 7.137 14.274 0.0 120 16.88 0.0049 0.0 46.144 0.226 Vel = 1.61 120 -3.95 2.067 0.0 37.668 33.872 to 100 0.0 O.Q 0.0 508 12.93 0.0030 0.0 37.666 0.113 Vel = 1.24 SOS 10.10 2.067 0.0 6.084 33.985 to 100 0.0 0.0 Q.0 107 23.03 0.0087 0.0 6.084 0.053 Vel = 2.20 107 3.95 2.067 0.0 24.917 3�4.038 to 100 0.0 0.0 0.0 508 26.98 0.0117 0.0 24.917 0.291 Vel = 2.58 5Q6 15.60 2.067 0.0 28.750 34.329 to 100 0.0 0.0 0.0 504 42.58 0.0271 0.0 28.750 0.780 Vel = 4.07 504 45.77 2.067 1 T 7.137 9.916 35.109 to 100 0.0 7.137 0.0 108 88.35 0.10A7 0.0 17.053 1.785 Vel = 8.45 0.0 88.35 36.894 K Fac:tor� 14.55 500 12.34 2.124 2� 11.417 14.000 29.108 to 120 ��" 22..833 �.250 a.0 501 12.34 0.0017 i1,0 48.250 0.083 Vel �= 1.12 OA __._._._ ---- 12.34 29.191 K F�dor= 2.28 502 -6.5A 2.124 2E 11.417 �4.000 22.458 to 120 �7 22'.833 �G.250 0.0 5U3 -ff.5 -0.0005 �.0 48.250 -q.U25 V�I = 0.59 ririal Calculations - Standard FIRE PROTECTION INC. Page 11 VAIL LODGE TOWER Date 083106 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv '�**�"" Notes "*"**" Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 -6.50 22.431 K Factor= -1.37 5Q4 -45.77 2.124 2E 11.417 14.000 35.109 to 120 2'� 22.833 3�4.250 0.0 505 -45.77 -0.0194 0.0 48.250 -0.936 Vel = 4.14 0.0 -45.77 34.173 K Factor= -7.83 5:18 -15.80 2.124 2E 11.417 14.000 34.329 to 120 2T 22.833 3�.250 0.0 507 -15.6 -0.0027 0.0 4�.250 -0.12�3 Vel= 1.41 0.0 -15.60 34.201 K Factor� -2.67 508 -10.10 2.�24 ,2� 11.417 14.000 33.985 to 120 ?T 22.833 3�4.250 0.0 509 -10.1 -0.0012 0.0 48.250 -0.057 Vel = 0.91 0.0 -10.10 33.928 K Factor= -1.73 151 14.82 1.09 1 T 6.026 7.250 7.224 K Factor� node EQ01 to 120 0.0 6.026 -1.299 300 14.82 0.0620 0.0 13.276 0.823 Vel = 5.10 300 15.08 1.425 0.0 5.180 6.748 to 120 0.0 0.0 0.0 301 29.9 O.Ofi14 0.0 5.160 0.317 Vel = 6.01 301 15.11 2.124 0.0 1.450 7.085 to 120 0.0 0.0 0.0 302 45.01 0.0193 0.0 1.450 0.028 Vel w 4.08 302 15.52 2.124 0.0 4.290 7.093 to 120 0.0 0.0 0.0 303 60.53 0.0324 0.0 4.290 0.139 Vel = 5.48 303 15.29 2.124 0.0 9.700 7.232 to 120 0.0 0.0 0.0 304 75.82 0.0494 0.0 9.700 0.479 Vel - 6.8'7 3Q4 31.95 2.124 0.0 �.040 7.711 to 120 0.0 G.0 0.0 305 107.77 0.0945 0.0 6.040 0.571 Vel = 9.'76 305 32.95 2.124 1� 11.417 5.200 8.282 to 120 0.0 11.417 0.0 308 140.72 0.1548 0.0 16.617 2::i72 Vel = 12.74 308 36.52 2.124 1 i 11.417 6.700 10.854 to 120 0.0 11.417 0.0 119 177.24 0.2373 0.0 18.117 4.299 Vel = 16.U5 119 -71.91 2,Q67 1� 3.568 10.500 15.153 to 100 i T 7.137 10.705 0.0 307 105.33 0.1449 0.0 21.205 3.073 Vel = 10.07 307 21.61 2.067 0.0 2�_6�6 18.2;?8 to 100 p.0 �D.O 0.0 5Q2 1�6.� 0.2(?47 0.0 2A.�B66 4.230 Vel = 12.14 F inU! �alculations - Standard FIRE PROTECTION INC. Page 12 VAIL LODGE TOWER Date 083106 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv '`"*�`*� Notes "**"*�` Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 502 6.50 2.067 0.0 30.000 22.456 to 100 0.0 0.0 0.0 501 133.44 0.2245 0.0 30.000 6.735 Vel = 12.76 501 12.33 2.067 1 T 7.137 22.000 29.191 to 100 0.0 7.137 0.0 108 145.77 0.264!l 0.0 29.137 7.703 Vel - 13.94 108 88.36 3.26 1 T 2Q.159 8.000 36.894 to 120 0.0 20.159 0.0 113 234.13 Q.0493 Q.0 28.159 1.388 Vel � �9�.OD - - --- - -- -,_--- ------- 11� 0.0 3.26 4V 26.879 12.500 38.282 to 120 1 T 20.159 74.�38 0.0 109 234.13 0.0493 1 Eql 38.287 86.538 4.286 Vel = g�.00 109 0.0 3.28 1� 9.408 2.910 42.548 to 120 0.0 9.408 0.0 110 234.13 0.0493 0.0 12.318 0.607 Vel = 9.00 110 0.0 3.26 1 T 20.159 2.000 43.155 to 120 0.0 20.159 0.0 111 234.13 0.0493 0.0 22.159 1.092 Vel = 9.00 111 0.0 4.026 1 T 14.274 27.Q80 44.247 to 100 2V 9.708 23.980 5.197 STP 23.4.13 0.0247 0.0 51.(360 1.262 Vel = 5.90 STP 0.0 4.028 5V 24.266 31.500 50.706 to 100 0.0 24,266 0.0 TOR 23�4.13 0.0247 0.0 55,766 1.378 Vel = 5.90 TOR 0.0 6.085 1 V 7.137 4.833 52.084 to 100 1�q1 7.137 14.274 0.0 BOR 23A.13 0.0033 0.0 19.107 0.064 Vel = 2.8Q BOR 0.0 6.065 2V 14.274 7.250 52.148 to 100 1 G 2.141 16.415 10.000 * Fixed loss= 10 BF 234.13 0.0034 0.0 23.665 0.080 Vel = 2.60 8F 0.0 8.065 2V 14.274 11.000 62.228 to 100 0.0 14.274 10.500 *F�xed los.s= 10.5 UG 234.13 0.0034 0.0 25.274 0.085 Vel = 2.60 UG 100.00 6.16 1E 20.084 100.000 72.813 Qa = 100 to 140 1 G 4.304 67.425 0.0 7EST 33d.13 0.0032 1T 43.037 167.425 0.540 Vel = 3.60 150.00 C�� = 150.00 484.13 73.353 K��G;tor= 56.5� Mike McGee- F06-0066 Lodge Tower Fire Sprinkler Page 1 From: Mike NlcGee To: bfpe1@aol.com; fpirdross@qwest.net; Stan@lodgetower.com Date: 10/20/2006 10:36:29 A�I Subject: F06-0066 Lodge 7ower Fire Sprinkler I have reviewed the plans submitted for the Lodge Tower fire sprinkler revisions under Permit Number F06- 0066. The review comments are as follows: 1. There is no review stamp by the Engineer of Record. Hydraulic Nodes 2. D001, EQ01, EQ02, D003 and EQ03 were not found on the plans. 3. 136 - 118 is shown as 1 '/2 in on the plans and the calc's show an id. of 1.425. 4. 121 - 107 is not accurately represented. 5. 118 - 146 is calc'd at 2 in. 1 '/� in is shown on the plans. Install 2 inch. 6. 146 - 119 is calc'd at 2 iri. 1 ?/z in is shown on the plans. Install 2 inch. 7. 501 - 108 detail is insufficient for review. 8. 504 node location is assumed. Plans are not clear enouc�h for review. 9. STP is shown as 4 inch in the calc's and 6 inch or+ plans: 10. The FDC location appe�rs to be too close to thE; edge of the building. 11. The path for the fire hose to fhe FDC is obstructed by a door to the bellmans closet. 12. Detail 1 does not include the adjacent nodes. 13. Details do not show ail the required tamper switches. 14. Plans lack a significant portion of the data required by NFPA 13, Chapter 14. I will approve the plans as noted: Revise the hydraulic calculations to reflect an accurate representation of the system as designed. All changes made to resolve conflicts in the plans and calculations shall be made in favor of the larger diameter. Changes in pipe type should be noted on the plans. Reliance on changes in the C factor in the calculations is not sufficient. The location of the FDC must be resolved within 10 working days. Furnish a set of plans with a review stamp from the Engineer of Record. Any notes made by the Engineer of record shall be satisfactorily addressed. An additional plan review fe� i� �ssessed for lack of clarity and red line approval per conversation with D. Ross at FPI 10/19/06. ;�,'� � ,;.� �� �;<�:�• ��� '��"'�°,�'��'��r�'�'� y � -_ .�� �,�� ,� � __ __ ____ ____ _ __--_ __--_ Mike McGee - F06-0066 Lodge Tower Fire Sprinkler Page 2 CC: Building_Division; Fire_Inspectors; jking@hyderinc.com; John Gulick; matt.royer@cia.com; Mike Dillon _ ; '�; ���. / / I ,., � - — �� ' �� ,� ;' _� i � II 4 , � `— - - ' � L �. II � °� � _ � � " ;�a � ;. � - � , , � _ � � !� ,� I = �� 4 � NT � = � N � � � � � i'��,i �__� � �� � ��ji -n E � �,� y � mbA m� ; T O �/ .. . c' _. � , ., � I � N � ! � Z = D _ � p � Z �� �� mod I A . � h I � -- h � =� = = � � � I - - � � ` � m _ ��- __-__ _ � = a - � I��� ii �� Nr I� ' �_ �� , y � �� __ o !�� Z _ - - --- - :_ �-J�' ,� � t-3 _� �� I ����� � ii ° _� 4V � _� L � -- _ _ � I � �� � , i �� I : ... ���� , N T Z � � � �I _ J � zA � � ��- ` � � �— � i i���j� i f � A = �I ' �I ��`_— �jI i m D n j� i-�. _�-�4~ � d� L _ qj � o II r , D . 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MODIFY, AND o i,i o c 3 QO VIKING MICROFAST �. RESPONSE CONSEALED �ENUENT VK302 5.6 11Z 12 155 WHITE td DISCLOSE 11$ CONTENiS. OR USE WITNOUT THE „ ,= � � � v. � � VqIL, COLORADO -'� °' T � n � � NCECIS S RRCTLYNFORBDDENOFUSERSPOFTTHESE For Fire Sprinkler Permit - Date: 70/13/O6 � m °i ° ° I . �—� FIRE SPRINKLER PLAN DOCUMENTS AGREE TO DEFEND, INDEMNIFY, AND � N � HOLD HARMLESS FIRE PROTECiION INQ FROM ❑ Issued For Construction - Date: � � ' � � (WC UDI�NG ATiORNEY'S �FEES)xARISWG OUT OP � ❑ Revised Construction DWG- Date: � a � UNAUTHORIZED REUSE OR RELIANCE ON RRE � FIRE PRU��''�10�� IB�iL� � � �, ,� _ . _ _ _ . . _ _ .. PROTECTION INC.'S INSTRUMENTS OF SERVICE. m »- � � � - � '� ' - � VISUAL CONTACT WITH THESE DRAWINGS SHALL � ^ coNSnrurE coNC�usive evioeNCe ov � qs-Built DWG- Date: � ' � ' � � ACCEPTANCE OF THESE RESTRICTIONS. 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'3' S ' S � Z �� O ' O � � m Z z ; > ' m ; m. g x SPRINKLER LEGEND REVISION LOG rHis oocuMENT coNrniNS coNFioENTin� nNo = VAIL LODGE TOWER pROPRi�rARY �NFORMATioN oF FiRE PROTECTioN ❑ preliminary (for review and comment) i � n � � INC. AND IS PROTECTED 8V COPYRIGHT, TRADE � � m � Symbol ManufacWrer/ModeliDescription SIN# K-FadorThreadOriil� Temp Finish �ry REVtt Desetlption DATE e� SECRET, AND OTHER STATE AND FEDERAL LAWS. ? �, SOUTFI LODGE AT VAIL 3 m -8- VIKINGMICROFAST �UICKRESPONSERECESSPEN�ENT VK302 5.6 112 t/2 155 WHITE 20 IT$ RECEIPT OR POSSESSION DOES NOT CONVEY ❑ ForCoordination Only - Date: �? � z m = 0 200 VAIL RD. qNV RIGHT TO REPRODUCE, MODIFY, AND VIKMGMICROFASTQUICKRESPONSEUPRIGHT VK32� 42 112 ffi 2�0 BRASS 44 DISCLOSE ITS CONTENTS, OR USE WITHOU7 THE T o`p o a � ?° VAIL, COLORADO � VIKINGMICROFASTQ. RESPONSECONSEALEDPENDENT VK4'16 42 112 tl2 155 WHITE 32 SPECIFIC WRITTEN CONSENT OF FlRE PROTECTION � For Fire Sprinkler Permit - Date: 10N3/06 � � � .o INC. IS STRICTLY FORBIDDEN. t15ER5 OF THESE N N ° �' �- FIRE SPRINKLER PLAN Q�oi VIKINGMICROfAST �]. R. WI401 ESCUTCHEON VK302 5.8 712 12 155 BRASS 2 DOCUMENTS AGREE TO DEFEND, INDEMNIFY, AND o N e VIKINGMICROPASTQ. R HOft12. SIDEINALL VK306 Sfi 112 V2 200 BRASS 6 HOLD HARMLESS FIRE PROTECTION ING FROM � Issued For Construction - Date: u � ALL CLAIMS, �AMAGES, AN� EXPENSES (MCLUDING ATTORNEY'S FEES) ARISWG OUT OF � �� � UNAUTHORIZED REUSE OR RELIANCE ON FIRE � Revised Construction DWG- Date: � F{!sl�_ 'ri;UI� FCTip"' 44C. ^ � = � PROTECTION INC.'S INSTRUMENTS OF SERVICE. VISUAL COMACT WITH THESE DRAWINGS SHALL � � � � CONSTITUTE CONCLUSIVE EV�DENCE OF � As-Built DWG- Date: ' ' � � � ACCEPTANCE OF THESE RESTRICTIONS. Tofal Spnnklers This Sheet 10d